Ballistic and fire protection enclosures

ABSTRACT

A modular ballistic panel may include first and second vertical members, and curved rectangular first and second slats. The second vertical member may be spaced from the first vertical member. Each of the slats may be disposed between the first and second vertical members, with a first edge coupled to the first vertical side member and a second edge coupled to the second vertical side member. The first and second slats may be configured to deflect a projectile downward.

CROSS-REFERENCES

This is a continuation-in-part of U.S. patent application Ser. No. 15/194,434 filed Jun. 27, 2016 and claims priority from U.S. Provisional Patent Application Ser. No. 62/184,926 filed Jun. 26, 2015 and U.S. Provisional Patent Application Ser. No. 62/287,121 filed Jan. 26, 2016, each of which is hereby incorporated by reference in their entirety for all purposes.

FIELD

This disclosure relates to systems, apparatus, and methods for protecting an enclosed space against ballistic objects and fire. More specifically, the disclosed embodiments relate to concrete and metal structures including modular panels configured to prevent penetration of an enclosure by projectiles and protect the interior of the enclosure against fire.

INTRODUCTION

An electric power grid typically comprises one or more subsystems, each including one or more electric power generators (e.g., hydro-electric, nuclear, coal-burning, and/or the like), a network of relatively high-voltage transmission lines, a network of electric power transmission substations, and a network of relatively low-voltage transmission lines. Generally, the substations contribute substantially to the operation of the grid. In particular, the substations may be configured to permit electricity to be transmitted over significant distances. The substations also generally serve as hubs for intersecting power lines.

More specifically, the power generators (or power plants) may transmit generated electrical power over the high-voltage transmission lines to the substations. The substations typically include transformers configured to step-down the voltage of the received electrical power. This stepped-down electrical power is then transmitted to users (e.g., homes, commercial buildings, and/or other structures or devices configured to receive electrical power) via the low-voltage transmission lines. In some instances, substations receive electrical power from the low-voltage transmission lines. Transformers of the associated substations may step-up the voltage of this electrical power received from the low-voltage transmission lines, e.g., for output to the network of high-voltage transmission lines.

There is increasing concern that electric grids, such as the U.S. electrical grid including three such subsystems, are vulnerable to sabotage, such as acts of terrorism. For example, substations are typically located in remote, wide open areas, which are generally protected by only chain-link fences and security cameras. In one instance of electric grid sabotage, snipers waged a ballistic assault on a substation in San Jose, Calif. for 19 minutes early one morning in 2013. The snipers escaped, and the substation was rendered inoperable. Analysis has shown that simultaneous failure (e.g., partial or complete) of a relatively small number of substations (e.g., as a result of ballistic assault, such as that which occurred in San Jose), could destabilize the associated grid thereby resulting in a widespread blackout encompassing a significant portion of the area associated with the corresponding subsystem.

Accordingly, a need exists for improved grid security systems, apparatuses, and/or methods, particularly associated with substations.

SUMMARY

In some embodiments, a modular ballistic panel may include first and second vertical members, and curved rectangular first and second slats. The second vertical member may be spaced from the first vertical member. Each of the slats may be disposed between the first and second vertical members, with a first edge coupled to the first vertical side member and a second edge coupled to the second vertical side member. The first and second slats may be configured to deflect a projectile downward.

In some embodiments, a modular enclosure system may include at least two columns with each column oriented vertically and a plurality of panels, with each panel disposed between a pair of adjacent columns of the at least two columns. At least one of the panels may include a first vertical side member configured to be attached to a first column of the at least two columns, a second vertical side member configured to be attached to a second column of the at least two columns, and a plurality of slats oriented generally horizontally and spanning a distance between the first and second side members. Each of the plurality of slats may be (a) angled to deflect projectiles originating from outside the enclosure in a downward direction and (b) spaced from an adjacent slat of the plurality of slats to allow airflow into and out of the enclosure.

In some embodiments, a modular enclosure system may include a plurality of modular panels. Each panel may include first and second vertical side members and a plurality of rectangular slats spanning horizontally between the first and second vertical side members. Each slat may have a curved outer surface that is concave as viewed from outside the enclosure.

Features, functions, and advantages may be achieved independently in various embodiments of the present disclosure, or may be combined in yet other embodiments, further details of which can be seen with reference to the following description and drawings.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 is a partial cutaway view of an exemplary electrical substation surrounded by an illustrative modular concrete structure.

FIG. 2 is a schematic front plan view of an illustrative modular concrete enclosure system.

FIG. 3 is a cross-sectional view of the system of FIG. 2, taken at 3-3 in FIG. 2, showing two columns and a panel disposed between the two columns.

FIG. 4 is a cross-sectional view of the system of FIG. 2, taken at 4-4 in FIG. 2, showing portions of three panels stack on top of one another.

FIG. 5 is a schematic, detailed, cross sectional view of the system of FIG. 2, taken at 5 in FIG. 4, showing various components and layers of a single panel.

FIG. 6 is a perspective view of a top end of a column of the system of FIG. 2.

FIG. 7 is a schematic isometric view of an illustrative louver panel for use in a modular enclosure system, showing a plurality of slats configured to deflect projectiles.

FIG. 8 is a cross-sectional view of the louver panel of FIG. 7, taken at 8-8 in FIG. 7, showing deflection of projectiles and airflow between the slats of the panel.

FIG. 9 is a perspective view of an illustrative modular enclosure system, including a set of modular louver panels and a set of modular concrete panels.

FIG. 10 is a perspective view of an illustrative modular enclosure system, including a plurality of modular louver panels.

FIG. 11 is a perspective view of an illustrative modular ballistic barrier, including an above-ground foundation structure.

FIG. 12 is a side elevation view of the barrier of FIG. 11.

FIG. 13 is a schematic diagram of components for erecting the barrier of FIG. 11.

FIG. 14 is a flow chart depicting steps of an illustrative method of erecting a modular enclosure system with above-ground foundation structure, according to the present teachings.

DESCRIPTION Overview

Various embodiments of a modular concrete enclosure system having panels configured to protect against ballistic objects and/or fire are described below and illustrated in the associated drawings. Unless otherwise specified, the modular concrete enclosure system and/or its various components may, but are not required to, contain at least one of the structure, components, functionality, and/or variations described, illustrated, and/or incorporated herein. Furthermore, the structures, components, functionalities, and/or variations described, illustrated, and/or incorporated herein in connection with the present teachings may, but are not required to, be included in other similar systems. The following description of various embodiments is merely exemplary in nature and is in no way intended to limit the disclosure, its application, or uses. Additionally, the advantages provided by the embodiments, as described below, are illustrative in nature and not all embodiments provide the same advantages or the same degree of advantages.

Examples, Components, and Alternatives

The following sections describe selected aspects of exemplary modular concrete enclosure systems as well as related modular panels. The examples in these sections are intended for illustration and should not be interpreted as limiting the entire scope of the present disclosure. Each section may include one or more distinct inventions, and/or contextual or related information, function, and/or structure.

Example 1

This example describes how an illustrative embodiment of an enclosure can protect an electrical substation against a ballistic attack and against fire, see FIG. 1.

FIG. 1 shows an exemplary embodiment of a modular concrete enclosure system, generally indicated at 10. System 10 is an embodiment of modular concrete enclosure system 100 described below in reference to FIGS. 2-6. System 10 is enclosing and protecting an electrical power substation, shown in partial cutout at 12.

System 10 may have a plurality of columns 14 and a plurality of panels 16 disposed between adjacent columns of the plurality of columns. The columns and panels may together form one or more walls. The one or more walls may form a barrier on one or more sides of an area or may define an enclosed area by circumsurrounding the enclosed area.

The one or more walls may all have the same dimensions, such as height and width, or may have different dimensions. The embodiment of system 10 shown in FIG. 1 has a front wall 18 with a height 20 of approximately thirty feet and a width 22 of approximately one hundred feet. System 10 also includes a side wall 24 with a height 26 of less than thirty feet and a width of less than one hundred feet. That is, the columns 14 included in front wall 18 are longer than the columns 14 included in side wall 24. The panels 16 included in the front wall may be the same as the panels included in the side wall. The embodiment shown in FIG. 1 has no roof, though in other embodiments a roof may be appropriate.

The plurality of columns 14 may include a first column 30 and a second column 32 spaced from the first column by a distance 34. The first column may have a long axis 36 oriented in a generally vertical direction. The second column may have a long axis 38 oriented in a generally vertical direction and/or generally parallel to the long axis 36 of the first column.

The plurality of panels 16 may include a first panel 40 disposed between the first and second columns 30 and 32 and a second panel 42 disposed between the first and second columns and abutting first panel 38 along a seam therebetween. The second panel 42 may have a projecting lip 44 proximate a bottom edge of the second panel. The projecting lip may generally cover the seam between the first and second panels along at least a significant portion of distance 34 between the first and second columns.

System 10 may include a top rail 46 connected to the first and second columns 30 and 32. The top rail 46 may be formed of one or more sections, with each section spanning two or more of the plurality of columns 14. The top rail may be opposite a coupling of the first and second columns to a foundation structure 48.

The embodiment of system 10 shown in FIG. 1 has the first and second columns 30 and 32 and the first and second panels 40 and 42 disposed adjacent the electrical power substation 12 and configured to form at least a partial enclosure around the substation. It should be appreciated that the modular configuration of columns and panels may be easily assembled, disassembled, and reconfigured into different architectural designs around footprints of different shapes and sizes. The illustrated example uses a relatively small set of specially dimensioned modular components to provide a wide range of construction options with the ability to disassemble and/or reconfigure the structure at any time, either temporarily or permanently for any reason.

Example 2

This example describes an illustrative modular concrete enclosure system, see FIGS. 2-6.

FIG. 2 is a schematic front plan view of an illustrative modular concrete enclosure system, generally indicated at 100. Enclosure system 100 may include a first column 102, a second column 104, a first panel 106, and a second panel 108. The first and second panels may be considered to be fire-resistant and/or projectile resistant and may be composites of materials.

First column 102 may have a long axis 110, a first side 112, and a second side 114 opposite the first side. The first side of the first column may have a first vertical groove, slot, or recess 116 parallel to long axis 110. The first groove may be configured to receive vertical side edges of one or more panels, such as first panel 106 and/or second panel 108. In addition to the first groove 116 in the first side 112 of the first column 102, the first column may have a second groove 118 in the second side 114 of the first column.

Second column 104 may have a long axis 120, a first side 122, and a second side 124 opposite the first side. The second side of the second column may have a second vertical groove, slot, or recess 126 parallel to long axis 120. The second groove may be configured to receive vertical side edges of one or more panels, such as first panel 106 and/or second panel 108. In addition to the second groove 126 in the second side 124 of the second column 104, the second column may have a first groove 128 in the first side 122 of the second column. The first side 112 of the first column 102 may face the second side 124 of the second column 104. Second column 104 may be substantially identical to first column 104.

First panel 106 may be disposed between the first and second columns 102 and 104, with a first side edge 130 of the first panel disposed in the first groove 116 of the first column 102 and a second side edge 132 of the first panel disposed in the second groove 126 of the second column 104. The first panel 106 may be disposed between the first and second panels by placing the first side edge of the first panel in the first groove of the first column and placing the second side edge of the first panel in the second groove of the second column proximate top ends 134 of the first and second columns and then lowering the first panel into place as the side edges of the first panel slide along the grooves in the columns.

Second panel 108 may be disposed between the first and second columns 102 and 104 and may abut the first panel 106 along a seam 136 therebetween. A first side edge 138 of the second panel may be disposed in the first groove 116 of the first column and a second side edge 140 of the second panel may be disposed in the second groove 126 of the second column. The second panel may be lowered into place in a similar manner as first panel 106. The reception of the side edges of the panels within the grooves in the columns may properly align the panels to each and to the columns other during construction.

Second panel 108 may include a projecting lip 142 proximate a third edge 144 of the second panel. The third edge of the second panel may be a bottom edge of the second panel, though in other embodiments the third edge may be a top or side edge. The projecting lip may generally cover the seam 136 along at least a significant portion of a distance 146 between the first and second columns 102 and 104. First panel 106 may also include a projecting lip 148. The first and second panels 106 and 108 may be substantially identical.

System 100 may include one or more bottom panels 150 proximate a bottom edge 152 of the enclosure system. Bottom panels 150 may be largely identical to the first and second panels 106 and 108 with the possible exception that the bottom panels may not include a projecting lip proximate a lower edge 154. Bottom panels 150 may have side edges received within grooves in the sides of the columns, as with the first and second panels. In the case where the first panel 106 is also a bottom panel, the first panel 106 may not include a projecting lip.

System 100 may include a top rail 156 connected to the first and second columns 102 and 104. The top rail may be opposite a coupling of the first and second columns to a foundation structure 158. In the exemplary system shown in FIG. 2, top rail 156 spans the width of three panels, however, the top rail 156 may span the width of any appropriate number of panels.

Any or all of the components of system 100 may be constructed of concrete, including the first and second columns 102 and 104, the first and second panels 106 and 108, and the top rail 156. The concrete may be high strength concrete, for example, rated to 9,000-12,000 p.s.i. The concrete may be refractory or non-refractory. Any of all of these components may be constructed of concrete reinforced with rebar, either steel rebar, composite-material rebar, or non-conducting, composite-material rebar. Any or all of these components may be configured to resist the travel of ballistic objects. Any or all of these components may be configured to protect against fire and high temperatures associated with the presence of fire.

FIG. 3 is a cross-sectional view of system 100, taken at 3-3 in FIG. 2. The first side edge 130 of the first panel 106 is sized to fit into the first vertical groove 116 in the first side 112 of the first column 102. The second side edge 132 of the first panel is sized to fit into the second vertical groove 126 in the second side 124 of the second column 104. A third panel 160, see also in FIG. 2, has a second side edge 162 received in the second groove 118 in the second side 114 of the first column. The first groove 128 in the first side 122 of the second panel 104 is empty. The projecting lip 148 of the first panel extends from a front outer surface 164 of the first panel.

Each groove (e.g. 116, 118, 126, and 128) in a column (e.g. 102 and 104) may have a pair of opposing obtuse angles 166 for facilitating ease of engagement between the columns and the panels, see for example in the first groove 128 of the second column 104. In other embodiments, angles 166 may be substantially right angles.

The first and second columns 102 and 104 may include concrete 168 reinforced with composite-material rebar that is substantially electrically non-conductive, such as fiber-resin composite rebar. In some examples, modular concrete enclosure system 100 may be disposed to protect an electrical power substation and it may be advantageous to use non-conducting rebar as a reinforcing element. In some examples, standard steel rebar may be used. In some examples, steel rebar coated with a fiber-resin composite may be used. In the exemplary embodiment shown in FIG. 3, each of the first and second columns includes four rebar elements 170 oriented generally parallel to the long axes 110 and 120 of the first and second columns, respectively.

FIG. 4 is a cross-sectional view of system 100, taken at 4-4 in FIG. 2. The first and second panels 106 and 108 may be stacked on top of one another so that the front outer surface 164 of the first panel is generally co-planar with a front outer surface 172 of the second panel. A back outer surface 174 of the first panel may be generally co-planar with a back outer surface 176 of the second panel. The projecting lip 142 of the second panel may extend from the front outer surface 172 of the second panel and overlap a perimeter region 178 of the front outer surface 164 of the first panel proximate the seam 136 between the first and second panels.

Lip 142 may be configured to substantially prevent transit of a projectile or other ballistic objects through seam 136. That is, in order for a projectile to reach seam 136 from outside the enclosure, the projectile would have to either travel through the bulk of the material of lip 142 or otherwise travel between lip 142 and the perimeter region 178 of the front outer surface 164 of the first panel and then take a 90 degree turn to travel through the seam. In some examples, lip 142 may substantially prevent transit of a 30 caliber bullet travelling at a supersonic speed through the seam. Lip 142 may include substantially the same materials as the remainder of the second panel 108.

FIG. 5 is a detailed view of the second panel 108 of system 100, taken at 5 in FIG. 4. Second panel 108 may include a panel body 180 having a front major face 182 and back major face 184. Panel body 180 may include concrete 186 and a plurality of round objects 188 embedded within concrete 186. The concrete may be non-refractory, fire-resistant concrete.

The plurality of round objects 188 may be configured to hinder the advance of projectiles through panel body 180. Objects 188 may be rock or ceramic and may have a generally round shape or a more strictly spherical shape. The rounded objects 188 may turn projectiles, such as bullets, which have partially penetrated the panel body, thereby slowing or stopping the advance of the projectiles. The plurality of round objects may or may not have a uniform size. Each of the round objects may have a dimension in a range of 0.25 to 1.0 inches.

Second panel 108 may include an exterior-facing resin layer 190 disposed over the front major face 182 of the panel body. The resin layer may be configured to bind the front major face of the panel body when struck by projectiles. Suitable resin material, for example, may include components as described in U.S. Pat. Nos. 7,220,455 and 7,381,287, also as known in the industry under the trademark BATTLEJACKET®. Resin layer 190 may have a thickness in a range of 1/10 to ⅜ inches, preferably approximately ⅛ inches.

Second panel 108 may include an interior-facing fire-resistant layer 192 disposed over the back major face 184 of the panel body. The fire-resistant layer may be configured to protect an interior space of an enclosure against fire exterior to the enclosure. Fire-resistant layer may include an intumescent epoxy material, which may provide a range of fire protection from 15 minutes to more than 2 hours, depending on the thickness of the layer. Fire-resistant layer 192 may have a thickness in a range of 1/10 to ⅜ inches, preferably approximately 3/16 inches. In some embodiments, the resin layer 190 and the fire-resistant layer 192 may be disposed on the same side of the panel body.

Second panel 108 may include long fibers 194 configured to hinder the advance of projectiles through panel body 180. The long fibers may be distributed substantially uniformly though the panel body or may be distributed in discrete bundles of fibers. The fibers may have any appropriate orientation within the panel body, including vertical, horizontal, transvers to the front major face, or any combination of the three. The long fibers may be made of a non-conductive material such as fiberglass, e-glass, carbon fibers, etc. and/or the like.

Second panel 108 may be reinforced with composite-material rebar 196 that is substantially non-conductive. For example, rebar 196 may be a fiber-resin composite rebar product. In other examples steel rebar may be used. Rebar 196 may be employed in an appropriate grid pattern inside the second panel.

FIG. 6 is a perspective view of the top end 134 of the first column 102 system 100. The top end may include a bar structure 198 spanning an aperture 200. Bar structure may serve as an attachment point and may facilitate lifting of the first column during construction of an enclosure. The first column may include a bottom plate 202 for attaching the first column to the foundation structure 158 shown in FIG. 2. Many other attachment schemes may be used to couple the first column to a foundation structure. The first column may include one or more bolts 204 for attaching the first column to the top rail 156 shown in FIG. 2. Many other attachment schemes may be used to couple the first column to a top rail.

Enclosure system 100 may protect the enclosed area against ballistic objects such as bullets. System 100 may alternately or additionally protect the enclosed area against explosive blasts, including against shock waves caused by explosions and against shrapnel or other debris accelerated by the explosion.

In some examples, the panels (e.g. first and second panels 106 and 108) of enclosure system 100 may not include projecting lips (projecting lips 142 and 148) configured to cover the seam between two adjacent panels. In some examples, one of an adjacent pair of panels may have a channel on an edge which is configured to fit in a complementary fashion into a channel in a facing edge of the other of the adjacent pair of panels.

Example 3

This example describes modular enclosure systems including one or more louver panels configured to deflect projectiles in a downward direction and allow airflow into and out of the enclosure, see FIGS. 7-10.

FIG. 7 is a schematic isometric view of an illustrative louver panel, generally indicated at 300, for use in a modular enclosure system. The louver panel may include a first vertical side member 302, a second vertical side member 304, and a plurality of slats 306 oriented generally horizontally and spanning a distance 308 between the first and second side members.

The first and second vertical side members 302 and 304 may include any components and structures that provide strength and support to the plurality of slats 306. In some examples, the first and second vertical side members may be rectangular steel panels or columns. Each of the first and second vertical side members may be configured to be attached to one or more vertical columns in an enclosure system and may, for example, include one or more apertures 310 through which bolts, anchors, or other attachment devices may extend in order to couple the side members to the respective columns.

The plurality of slats 306 may include any suitable structures and components to deflect projectiles. In some examples, each of the plurality of slats may be angled to deflect projectiles originating from outside the enclosure in a downward direction. It may sometimes be advantageous to vary the angles of the slots as a function of height location off the ground. Each of the plurality of slats may be spaced from ad adjacent slat of the plurality of slats to allow airflow into and out of the enclosure.

The plurality of slats 106 may be coupled to the first and second side members 302 and 304 at attachment points 312. Attachment points 312 may be made with screws, bolts with corresponding holes, welded structures, or any other suitable combinations structures and components that create tight junctions.

FIG. 8 is a cross-sectional view of panel 300, taken at 8-8 in FIG. 7. In some examples, slats 306 may be curved rectangular panels made of armor steel such as AR500® steel, high-hard steel armor, etc. and/or the like. Curvature creates a concave surface 314, as viewed from outside the enclosure, which may limit rearward direction of any round of ammunition or shrapnel toward an area 316 outside the enclosure.

In the exemplary embodiment shown in FIGS. 7 and 8, slats 306 have a radius of curvature of 7.25 inches, however other curvature dimensions may also be useful for certain applications. Slats 306 may be angled so that an upper edge 318 of a slat is also the outermost edge of the slat, that is, is closest to the area 316 outside the enclosure. Further a lower edge 320 of a slat may also be the inner most edge of the slat, that is, may be closest to an area 322 inside the enclosure.

The plurality of slats 306 may be spaced from one another vertically to prevent horizontal, unimpeded transit of projectiles into the interior area 322. For example, consider two adjacent slats 306 a and 306 b, with slat 306 a disposed above slat 306 b. The lower edge 320 a of slat 306 a may be disposed substantially level with or above the upper edge 318 b of slat 306 b. So disposed, a horizontally travelling projectile that avoids contact with slat 306 b may be unable to avoid contact with slat 306 a.

A horizontally travelling projectile such as a bullet, shown schematically along trajectory 324, may ricochet or otherwise be deflected off of the concave surface 314 of a slat 306 in a downward direction into the area 322 inside the enclosure. A bullet travelling in an upward direction, shown schematically along trajectory 326, may be similarly deflected downward into area 322. Thus, assuming the projectile originates from the ground around the periphery of the enclosure, the projectile may be defeated and dispersed toward the ground.

Panel 300 may facilitate or allow the flow of air into and out of the enclosed area 322. Flow of air into the enclosure is indicated by dashed arrows at 328. Airflow 328 may provide cooling to, for example, an electrical power substation or other enclosed components indicated schematically at 330. Air may alternately or additionally flow from the interior 322 of the enclosure to the area 316 outside the enclosure.

The spacing between the plurality of slats 306 may provide an additional benefit in the event that an explosion occurs in the area 322 within the enclosure, for example, if the enclosed electrical power substation were to explode. In such a case, the blast may be directed upward and outward relative to the enclosed area 322, thereby dissipating the energy of the blast and absorbing any shrapnel accelerated by the explosion.

FIG. 9 is a perspective view of an illustrative modular enclosure system, generally indicated at 340. Named elements of system 340 may correspond to similarly named elements of system 100 described above. System 340 may include at least two columns 342 and a plurality of panels 344. The plurality of panels may include one or more modular louver panels 346 and one or more modular concrete panels 348.

Columns 342 may be similar to columns 30, 32, 110, 120 described above in Examples 1 and 2. Columns 342 may be oriented vertically, may be made of reinforced concrete, may be disposed adjacent an electrical power substation 350, and may be configured to form at least a partial enclosure around the substation.

The one or more modular louver panels 346 may be similar to louver panel 300 described above. The louver panel(s) shown in FIG. 9 may be one long louver panel with approximately thirty slats, or may be more than one louver panel such as described in reference to FIGS. 7 and 8, with the panels stacked on top of one another.

The one or more louver panels 346 may be coupled to the rest of system 340, for example, by tabs 352 proximate a top rail 354 of the enclosure system. The one or more louver panels may be disposed between a pair of adjacent columns of the at least two columns 342. The one or more louver panels may be coupled to the adjacent pair of columns by a set of fasteners 356 such as concrete anchors, concrete screws, bolts, etc. and/or the like.

The one or more modular concrete panels 348 may be similar to panels 16, 40, 42, 106, and/or 108 described above. That is, system 340 may include modular louver panels and modular concrete panels, each of which may provide a degree of protection against projectiles and fire.

FIG. 10 is a perspective view of an illustrative modular enclosure system, generally indicated at 360. System 360 may be similar to one or more of systems 100 and 340 described above. Named elements of system 360 may correspond to similarly named elements of systems 100 and 340 described above. Enclosure system 360 may be disposed adjacent an electrical substation 362 and may be configured to form at least a partial enclosure around the substation.

Enclosure system 360 may include at least two columns 364 and a plurality of panels 366. As opposed to system 340 which includes one or more louver panels and one or more concrete panels, system 360 may include exclusively louver panels.

Columns 364 may be concrete columns similar to any of the columns described herein (e.g. columns 14, 30, 32, 102, 104, and 342). In some examples, columns 364 may be made of steel or any other appropriate material. Panels 366 may be similar to panels 300 and/or 342 described herein.

Example 4

This example describes modular enclosure systems including an above-ground foundation, see FIGS. 11-13. FIG. 11 is a schematic isometric view of an illustrative ballistic barrier, generally indicated at 400, for use in a modular enclosure system. The ballistic barrier may also be referred to as a free-standing panel and/or a modular wall section. Ballistic barrier 400 includes a louver panel 410 and an above-ground foundation structure 412. The panel includes a first vertical side member 414, a second vertical side member 416, and a plurality of slats 418 oriented generally horizontally and spanning the distance between the first and second vertical side members. Panel 410 may be an example of louver panel 300, described above. In some examples, ballistic barrier 400 may include other types of panels, such as first and second panels 106, 108 as described above.

In the present example, panel 410 includes slats 418 which are approximately six inches high by approximately five feet wide. The slats, which may also be referred to as louvers and/or fins, are curved as described in reference to louver panel 300 above. This curvature may increase the bending stiffness over the width of the slat. Additionally, when panel 410 is positioned as part of an enclosure protecting equipment and oriented such that slats 418 are concave as viewed from outside the enclosure, the curvature of the slats may direct projectiles downward, effectively preventing ricochet of an incident bullet into the equipment being protected.

In the present example, slats 418 are approximately three eighths of an inch thick and have a hardness of 500. In some examples, the slats may be thinner and more hard or thicker and less hard. For instance, the slats may be approximately one quarter of an inch thick and have a hardness of 650. The slats may be comprised of armored steel, or any material of sufficient strength and desirable weight.

Panel 410 is supported by foundation 412. The foundation includes a frame 420 configured for filling with concrete. In FIG. 11, a forward portion of frame 420 is shown as filled with concrete to form a concrete footing 422. Such a distribution of concrete may be appropriate where impact forces are expected to act on panel 410 primarily from a forward side of the panel. In some examples, frame 420 may be entirely filled, may have a central portion filled, and/or may be filled as deemed appropriate by a user of the modular enclosure system. In some examples, other material may be used in place of concrete. For instance, cement or plaster may be used. Effective materials may have sufficient weight to act as a foundation for ballistic barrier 400 and may be sufficiently durable when set, to resist damage by anticipated forces.

Panel 410 is fastened to frame 420 of foundation 412. In the present example, first vertical side member 416 of the panel is attached to a central portion of a first side of the frame by a bracket 424 and multiple bolts. Second vertical side member 418 is similarly connected to a second, opposing side of the frame by another bracket 424 and bolts. In the present example, panel 410 is fastened at only a bottom end. In some examples, panel 410 may be fastened and/or or braced at multiple points along height 426. For example, struts or bracing members may extend diagonally from intermediate points on first and second vertical side members 414,416 to corresponding intermediate points on frame 420 along forward extent 430 a of the foundation.

In some examples, panel 410 may be welded, bonded, or otherwise connected to frame 420 of foundation 412. Connections that can be easily assembled in the field or on site may be preferable. In some examples, vertical side members 414 may receive additional bracing by extending at least partially into concrete footing 422.

As shown in FIG. 12, panel 410 has a height 426 and foundation 412 has a height 428. In the present example, height 426 is approximately eight feet and height 428 is approximately eight inches. Foundation 420 also has a length, or extent 430 out from panel 410. In the present example, the forward extent 430 a and rear extent 430 b of foundation 412 are equal, as panel 410 is centered on the foundation. In some examples, the forward and rear extent of the foundation may differ. For example, rear extent 430 b may be greater than forward extent 430 a for enclosures where impact forces are expected to act on panel 410 primarily from a forward side of the panel.

Extent 430 of foundation 412 may vary according to height 426 of panel 410. Height 428 of the foundation may remain approximately the same, independent of height 426 or in some examples, height 428 may vary independently with extent 430 according to height 426. Extent 430 and height 428 of the foundation may also vary according to properties such as the density of a fill material used to form the footing.

As shown in FIG. 11, foundation 412 and panel 410 may be of approximately the same width. In the present example, the panel and foundation are approximately five feet wide. For another example, panel 410 may have a height 426 of approximately thirty feet, foundation 412 may have a height 428 of approximately eight inches, and the foundation may have equal forward and rear extents 430 a, 430 b of approximately six feet.

FIG. 13 is a schematic diagram of components for erecting ballistic barrier 400. The components include panel 410, frame 420, and brackets 424. Additional components may include fasteners and concrete, which are not shown. The depicted components and required fasteners for a plurality of barriers may be transported to a work site, where the modular enclosure is to be constructed. Frame 420 and panel 410 may be transported in a parallel orientation and/or in a stacked position. Concrete for concrete footing 422 may be acquired locally to the work site and/or separately transported in bulk. Such transportation of the components may significantly decrease transportation volume, weight, and cost.

As shown in FIG. 13, frame 420 includes an outer wall 432 and multiple transverse braces 434. Outer wall 432 may define a volume for concrete footing 422 and contain the concrete during pouring and setting. Transverse braces 434 may reinforce the concrete of the footing. In some examples, such as shown in FIG. 11, one or more transverse braces 434 may serve as an outer wall for a partial footing. That is, some or all of the spaces defined between outer wall 432 and transverse braces 434 may be filled with concrete to form one or more footings.

Frame 420 may be comprised of sheet metal, armor steel, and/or any appropriately rigid material. In some examples, frame 420 may further include brackets 424. That is, the brackets may comprise part of outer wall 432, the brackets may be welded to outer wall 432 prior to transportation of frame 420, and/or the brackets may be connected to frame 420 in any effective manner.

As discussed in greater detail with reference to method 500 below, multiple ballistic barriers may be positioned and erected to form an enclosure. Each ballistic barrier may include a similar panel 410 and/or some panels may include features such as personnel doors or vehicle access.

In some examples, steps 506 and 504 may be reversed to allow disassembly and removal of some or all of an erected modular enclosure. For example, damaged panels may be disconnected from the corresponding base frame and replaced, without moving the above-ground foundations. For another example, all panels may be disconnected from the corresponding base frames and all panels and above-ground foundations may be removed for disposal, without leaving a lasting impact at an installation site.

Example 5

This example describes steps of an illustrative method 500 of erecting a modular enclosure system with an above-ground foundation; see FIG. 14. The described method may allow quick assembly of a modular enclosure system from lightweight components, with limited expertise or technical knowledge. Aspects of panels and foundation structures described above may be utilized in the method steps described below. Where appropriate, reference may be made to components and systems that may be used in carrying out each step. These references are for illustration and are not intended to limit the possible ways of carrying out any particular step of the method.

FIG. 14 is a flowchart illustrating steps performed in an illustrative method and may not recite the complete process or all steps of the method. Although various steps of method 500 are described below and depicted in FIG. 14, the steps need not necessarily all be performed, and in some cases may be performed simultaneously or in a different order than the order shown.

At step 502 the method includes transporting a panel and a base frame to a substation. The panel may be a ballistic and/or fire-resistant panel such as panels 106, 108, 300, and 410, described above. The base frame may be a foundation frame such as 420, described above. The substation may be selected as potentially benefitting from ballistic and/or fire protection. In some examples, the panel and base frame may be transported to other infrastructure, buildings, and/or equipment selected for such protection.

The panel and base frame may be transported as one of a plurality of pairs of panels and frames. Each pair may be separate, that is the panel and frame may be unconnected. In some examples, the plurality of panels may be transported separately from the plurality of frames. Transporting the panel and frame separately may allow stacking and/or other space-saving arrangement of components.

Step 504 of the method includes erecting the panel and fastening the panel to the base frame. Erecting the panel may include lifting the panel to an upright or vertical position. The panel may be lifted by any appropriate method, such as by connection to a crane or other construction equipment. The base frame may be laid on the ground or other generally horizontal surface, and the panel may be positioned for connection to the base frame.

The panel and base frame may include one or more corresponding apertures and/or any features appropriate to fastening. A first vertical member and a second vertical member of the panel may each be bolted to the base frame. In some examples, additional braces, struts, and/or brackets may be used to connect the panel and the base frame. The connection may be preferably selected to allow quick

Step 506 of the method includes positioning the panel with a further plurality of panels to enclose the substation. In some examples, the base frames may be positioned prior to erection of the panels. In some examples, the erected combination of panel and base frame may be positioned and/or repositioned as desired to form an enclosure. The plurality of panels may be matching and/or may include panels having differing sizes and/or features. A combination of various panels may be positioned to create an enclosure having desired structural and/or functional properties. In some examples, the panels may be positioned to cooperatively enclose the substation with another wall or barrier. For example, the panels may be positioned to fill a gap in an existing wall. Step 506 may include fastening the panel to one or more adjacent panels and/or structures.

Step 506 may also include positioning the base frame on a ground surface, such as dirt, grass, concrete, or asphalt. In examples where equipment or structures being enclosed are located within a structure or on top of a structure, the base frame may be positioned on a floor, rooftop, or other generally horizontal surface. Positioning the base frame may not include placing the base frame in a hole or other space dug for the purpose. That is, no foundation may need to be dug for the base frame.

At step 508, the method includes filling the base frame with concrete to form a foundation. In some examples, step 508 may include filling the base frame with other materials such as plaster or cement. Filling the base frame may include filling a complete volume defined by the base frame or may include filling one or more portions of the defined volume. The base frame may include one or more dividing members defining separate portions. Alternatively, it may sometimes be preferable to fill the base with concrete prior to attaching a panel to the foundation.

The base frame may be positioned such that step 508 forms an above-ground foundation. The foundation formed may be sufficient to structurally support the connected panel for anticipated loads. The foundation formed may be configured such that the panel requires no additional structural support.

Example 6

This section describes additional aspects and features of embodiments, presented without limitation as a series of paragraphs, some or all of which may be alphanumerically designated for clarity and efficiency. Each of these paragraphs can be combined with one or more other paragraphs, and/or with disclosure from elsewhere in this application in any suitable manner. Some of the paragraphs below expressly refer to and further limit other paragraphs, providing without limitation examples of some of the suitable combinations.

A1. A modular concrete enclosure system comprising:

a first column having a long axis, a first side, a second side opposite the first side, and a first groove in the first side of the first column, the first groove parallel to the long axis;

a second column spaced from the first column by a distance, the second column having a long axis, a first side, a second side opposite the first side, and a second groove in the second side of the second column, the second groove parallel to the long axis, and wherein the first side of the first column faces the second side of the second column;

a first panel disposed between the first and second columns, with a first side edge of the first panel disposed in the first groove of the first column and a second side edge of the first panel disposed in the second groove of the second column; and

a second panel disposed between the first and second columns and abutting the first panel along a seam therebetween, with a first side edge of the second panel disposed in the first groove of the first column and a second side edge of the second panel disposed in the second groove of the second column;

wherein the second panel includes a projecting lip proximate a third edge of the second panel and the projecting lip generally covers the seam along at least a significant portion of the distance between the first and second columns.

A2. The system of paragraph A1, wherein the first and second panels are stacked on top of one another so that a front outer surface of the first panel is generally co-planer with a front outer surface of the second panel, a back outer surface of the first panel is generally co-planar with a back outer surface of the second panel, and the projecting lip extends from the front outer surface of the second panel and overlaps a perimeter region of the front outer surface of the first panel proximate the seam.

A3. The system of paragraph A1, further comprising a top rail connected to the first and second columns opposite a coupling of the first and second columns to a foundation structure.

A4. The system of paragraph A1, wherein the first and second columns include concrete reinforced with composite-material rebar that is substantially electrically non- conductive.

A5. The system of paragraph A1, wherein the first and second columns and the first and second panels are disposed adjacent an electrical power substation and are configured to form at least a partial enclosure around the substation.

A6. The system of paragraph A1, wherein the lip is configured to substantially prevent transit of a projectile through the seam.

A7. The system of paragraph A6, wherein the projectile is a 30 caliber bullet traveling at a supersonic speed.

A8. The system of paragraph A1, wherein each of the first and second panels includes a panel body including concrete and a plurality of round objects embedded within the concrete and configured to hinder the advance of projectiles through the panel body, with each of the round objects having a dimension in a range of 0.25-1.0 inches.

A9. The system of paragraph A8, wherein the projecting lip includes substantially the same materials as the remainder of the second panel.

A10. The system of paragraph A8, wherein the panel body of each of the first and second panels has a front major face and a resin layer disposed over the front major face, the resin layer configured to bind the front major face of the panel body when struck by projectiles.

A11. The system of paragraph A8, wherein the panel body of each of the first and second panels has a back major face and a fire-resistant layer disposed over the back major face, the fire resistant layer configured to protect an interior space of the enclosure against fire exterior to the enclosure.

A12. The system of paragraph A8, wherein the panel body of each of the first and second panels includes long fibers configured to hinder the advance of projectiles through the panel body.

A13. The system of paragraph A8, wherein the panel body of each of the first and second panels is reinforced with composite-material rebar that is substantially electrically non-conductive.

B1. A fire-resistant, projectile-resistant, composite-material panel for use in a modular concrete enclosure, the panel comprising:

a panel body having a front major face and a back major face opposite the front major face, the panel body including concrete and a plurality of round objects embedded within the concrete and configured to hinder the advance of projectiles through the panel body, with each of the round objects having a dimension in a range of 0.25-1.0 inches;

a resin layer disposed over the front major face, the resin layer configured to bind the front major face of the panel body when struck by projectiles; and

a fire-resistant layer disposed over the back major face, the fire resistant layer configured to protect an interior space of the enclosure against fire exterior to the enclosure.

B2. The fire-resistant, projectile-resistant, composite-material panel of paragraph B1, wherein the concrete of the panel body is non-refractory, fire-resistant concrete.

B3. The fire-resistant, projectile-resistant, composite-material panel of paragraph B1, wherein the panel body includes long fibers configured to hinder the advance of projectiles through the panel body.

B4. The fire-resistant, projectile-resistant, composite-material panel of paragraph B1, wherein the panel body is reinforced with composite-material rebar that is substantially electrically non-conductive.

B5. The fire-resistant, projectile-resistant, composite-material panel of paragraph B1, wherein the panel has (a) a first side edge sized to fit into a first vertical groove in a side of a first vertical column and (b) a second side edge sized to fit into a second vertical groove in a side of a second vertical column spaced a distance from the first vertical column.

B6. The fire-resistant, projectile-resistant, composite-material panel of paragraph B5, wherein the panel further includes a lip projecting from the front outer surface proximate a bottom edge of the panel body and the projecting lip generally covers a seam between the panel and an adjacent panel along at least a significant portion of the distance between the first and second columns.

C1. A modular enclosure system comprising:

at least two columns with each column oriented vertically; and

a plurality of panels, with each panel disposed between a pair of adjacent columns of the at least two columns;

wherein at least one of the panels includes:

-   -   a first vertical side member configured to be attached to a         first column of the at least two columns;     -   a second vertical side member configured to be attached to a         second column of the at least two columns; and     -   a plurality of slats oriented generally horizontally and         spanning a distance between the first and second side members;     -   wherein each of the plurality of slats is (a) angled to deflect         projectiles originating from outside the enclosure in a downward         direction and (b) spaced from an adjacent slat of the plurality         of slats to allow airflow into and out of the enclosure.

C2. The system of paragraph C1, wherein each of the plurality of slats includes a curved surface which is concave as viewed from outside the enclosure.

C3. The system of paragraph C2, wherein at least one panel of the plurality of panels includes (a) concrete, (b) a plurality of round objects embedded within the concrete and configured to hinder the advance of projectiles through the panel body, with each of the round objects having a dimension in a range of 0.25-1.0 inches, (c) an exterior-facing resin layer configured to bind the concrete of the panel when struck by projectiles, and (d) an interior-facing fire-resistant layer configured to protect an interior space of the enclosure against fire exterior to the enclosure.

C4. The system of paragraph C3, wherein the system includes a first concrete panel disposed between a pair of adjacent columns and a second concrete panel disposed between the pair of adjacent columns and abutting the first panel along a seam therebetween, with the second panel including a projecting lip proximate an edge of the second panel and the projecting lip generally covering the seam along at least a significant portion of a distance between the first and second columns

D1. A modular concrete enclosure system comprising:

a first column having a long axis, a first side, a second side opposite the first side, and a first groove in the first side of the first column, the first groove parallel to the long axis;

a second column spaced from the first column by a distance, the second column having a long axis, a first side, a second side opposite the first side, and a second groove in the second side of the second column, the second groove parallel to the long axis, and wherein the first side of the first column faces the second side of the second column;

a first panel disposed between the first and second columns, with a first side edge of the first panel disposed in the first groove of the first column and a second side edge of the first panel disposed in the second groove of the second column; and

a second panel disposed between the first and second columns and abutting the first panel along a seam therebetween, with a first side edge of the second panel disposed in the first groove of the first column and a second side edge of the second panel disposed in the second groove of the second column;

wherein each of the first and second panels includes:

-   -   a panel body having a front major face and a back major face         opposite the front major face, the panel body including concrete         and a plurality of round objects embedded within the concrete         and configured to hinder the advance of projectiles through the         panel body, with each of the round objects having a dimension in         a range of 0.25-1.0 inches;     -   a resin layer disposed over the front major face, the resin         layer configured to bind the front major face of the panel body         when struck by projectiles; and     -   a fire-resistant layer disposed over the back major face, the         fire resistant layer configured to protect an interior space of         the enclosure against fire exterior to the enclosure.

D2. The system of paragraph D1, wherein the second panel includes a projecting lip proximate a third edge of the second panel and the projecting lip generally covers the seam along at least a significant portion of the distance between the first and second columns.

E. A modular enclosure system, comprising:

a plurality of barriers, each barrier including:

-   -   a panel configured to resist at least one of (a) projectiles (b)         fire; and     -   a foundation structure including a frame at least partially         filled with concrete;     -   wherein the panel is fastened to the foundation structure.

E1. The system of paragraph E, wherein the foundation structure is configured to rest on a ground surface.

E2. The system of paragraph E1, wherein the foundation structure is configured to remain entirely above-ground.

E3. The system of paragraph E, wherein the panel has a vertical height and the foundation structure has a horizontal extent out relative to the panel, a ratio between the extent of the foundation structure and the height of the panel being in a range of approximately one sixth to one fourth.

E4. The system of paragraph E, wherein the frame includes a rectangular outer wall and multiple transverse braces.

E5. The system of paragraph E, wherein the frame has a height in a range of approximately six inches to one foot.

F. A method of erecting a modular enclosure system, comprising:

transporting a panel and a base frame to a site to be enclosed;

erecting the panel by fastening the panel to the base frame;

filling the base frame with concrete to form a foundation.

F1. The method of paragraph F, wherein the foundation is an above-ground foundation.

F2. The method of paragraph F, further including positioning the panel with a further plurality of panels to form an enclosure around the site, prior to the step of filling the base frame.

Advantages, Features, Benefits

The different embodiments of the modular enclosure systems described herein provide several advantages over known solutions for protecting enclosures against ballistic attacks and fires. For example, the illustrative embodiments of modular enclosure systems described herein allow for rapid construction of an enclosure around an area. Additionally, and among other benefits, illustrative embodiments of the modular enclosure systems described herein allow for protection of an area against projectiles and fire. Additionally, and among other benefits, illustrative embodiments of the modular enclosure systems described herein allow installation or retrofit of existing enclosures without installation or alteration of in-ground foundations. Additionally, and among other benefits, illustrative embodiments of the modular enclosure systems described herein allow for modular components of limited weight to be shipped, and a weight of concrete to be added during assembly. Additionally, and among other benefits, illustrative embodiments of the modular enclosure systems described herein protect enclosed equipment from projectiles and ricochet of projectiles while allowing airflow. No known system or device can perform these functions. Thus, the illustrative embodiments described herein are particularly useful for protecting devices or other infrastructure against an attack. However, not all embodiments described herein provide the same advantages or the same degree of advantage.

Conclusion

The disclosure set forth above may encompass multiple distinct inventions with independent utility. Although each of these inventions has been disclosed in its preferred form(s), the specific embodiments thereof as disclosed and illustrated herein are not to be considered in a limiting sense, because numerous variations are possible. To the extent that section headings are used within this disclosure, such headings are for organizational purposes only, and do not constitute a characterization of any claimed invention. The subject matter of the invention(s) includes all novel and nonobvious combinations and subcombinations of the various elements, features, functions, and/or properties disclosed herein. The following claims particularly point out certain combinations and subcombinations regarded as novel and nonobvious. Invention(s) embodied in other combinations and subcombinations of features, functions, elements, and/or properties may be claimed in applications claiming priority from this or a related application. Such claims, whether directed to a different invention or to the same invention, and whether broader, narrower, equal, or different in scope to the original claims, also are regarded as included within the subject matter of the invention(s) of the present disclosure. 

We claim: 1.A modular ballistic panel comprising: a first vertical side member; a second vertical side member spaced from the first vertical side member; a curved rectangular first slat disposed between the first and second vertical side members, with a first side edge of the first slat coupled to the first vertical side member and a second side edge of the first slat coupled to the second vertical side member; and a curved rectangular second slat disposed between the first and second vertical side members and vertically above the first slat, with a first side edge of the second slat coupled to the first vertical side member and a second side edge of the second slat coupled to the second vertical side member; wherein the first and second slats are configured to deflect a projectile downward.
 2. The panel of claim 1, wherein the first and second slats are stacked above one another so that a front outer edge of the first slat is aligned with a front outer edge of the second slat.
 3. The panel of claim 1, wherein the first and second slats are disposed such that a horizontally traveling projectile passing between an upper edge of the second slat and a lower edge of the first slat must contact either the first slat or the second slat.
 4. The panel of claim 1, further comprising a foundation structure connected to each of the first and second vertical side members.
 5. The panel of claim 4, wherein the foundation structure includes a horizontal expanse of concrete.
 6. The panel of claim 4, wherein the foundation structure is above-ground and includes a frame at least partially filled with concrete, each of the first and second vertical side members being coupled to the frame.
 7. The panel of claim 1, wherein each of the first and second slats includes armor steel.
 8. The panel of claim 1, further including a plurality of rectangular curved slats, each slat spanning between the first and second vertical side members.
 9. The panel of claim 8, wherein each slat is angled and the angles of the plurality of slats vary as a function of height off the ground.
 10. The panel of claim 1, wherein the second slat is spaced from the first slat to allow airflow through the panel.
 11. A modular enclosure system comprising: at least two columns with each column oriented vertically; and a plurality of panels, with each panel disposed between a pair of adjacent columns of the at least two columns; wherein at least one of the panels includes: a first vertical side member configured to be attached to a first column of the at least two columns; a second vertical side member; and a plurality of slats oriented generally horizontally and spanning a distance between the first and second side members; wherein each of the plurality of slats includes a curved surface and is angled to deflect projectiles originating from outside the enclosure in a downward direction.
 12. The system of claim 11, wherein the curved surface of each of the plurality of slats is concave as viewed from outside the enclosure.
 13. The system of claim 12, wherein at least one panel of the plurality of panels includes (a) concrete, (b) a plurality of round objects embedded within the concrete and configured to hinder the advance of projectiles through the panel, with each of the round objects having a dimension in a range of 0.25-1.0 inches, (c) an exterior-facing resin layer configured to bind the concrete of the panel when struck by projectiles, and (d) an interior-facing fire-resistant layer configured to protect an interior space of the enclosure against fire exterior to the enclosure.
 14. The system of claim 11, wherein each of the plurality of slats is spaced from an adjacent slat of the plurality of slats to allow airflow into and out of the enclosure.
 15. A modular enclosure system comprising: a plurality of modular panels, each panel including: first and second vertical side members, and a plurality of rectangular slats spanning horizontally between the first and second vertical side members, wherein each slat has a curved outer surface that is downwardly concave as viewed from outside the enclosure.
 16. The enclosure system of claim 15, wherein each of the plurality of slats is angled to deflect projectiles originating from outside the enclosure in a downward direction.
 17. The enclosure system of claim 15, wherein the plurality of slats is vertically stacked such that a front outer edge of each slat is aligned.
 18. The enclosure system of claim 17, wherein the plurality of slats is stacked such that a horizontally traveling projectile passing between an upper edge of an upper slat of a pair of adjacent slats of the plurality of slats and a lower edge of a lower slat of the pair of adjacent slats must contact either the upper slat or the lower slat.
 19. The enclosure system of claim 15, wherein the slats are comprised of armor steel.
 20. The enclosure system of claim 15, wherein each modular panel includes an above-ground foundation structure that includes a frame at least partially filled with concrete, each of the first and second vertical side members of the panel being coupled to the frame. 